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HomeMy WebLinkAboutI401 - STAIR PLANS AND DETAILS.pdf75CS5EXS75CS5EXS Project Number: Sheet Title: Issue Date: Sheet Number: Project:CARMEL, INDIANA 46032By: Architect: Architecture / Project Managment: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone)FERGUSON/REESE KITCHENSDrawn By Checked ByPrint Date Revisions: COPYRIGHT & OWNERSHIP OF DOCUMENTS 200 SOUTH RANGE LINE ROADSUITE 101/201INDIANA DESIGN CENTERI401 STAIR PLANS AND DETAILS Parcel 12 PEDCOR DESIGN GROUP, LLC 9/29/16 CONSTRUCTION DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICE AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2006, 2007, 2008, JAMES R. STUTZMAN, AIA, CARMEL. 9/30/16 STATE RELEASE SET 9/30/16 KEY PLAN SCALE: N.T.S. FIRST FLOOR N C 9 8.1 3"2"3'-9"11 TREADS @ 11" = 10'-1"4'-0 1/4"3 T @ 11" = 2'-9"4'-11 7/8"7'-10 5/8"4'-11 3/8"4'-11 3/8"2"3'-9 1/2"3 T @ 11"= 2'-9"3'-6 5/8"3'-6 5/8"6 I401 UP UP5 I401 C 9 8.1 4'-8 1/2"8'-5 3/8"4'-8"3'-6 5/8"2 7/8"16'-8 3/4" 3'-8 3/8"14 TREADS @ 11" = 12'-10"3'-6 5/8"6 I401DOWN 5 I401 C 7 I401 8 I401 10 I401 10 I401 10 I4012'-3 7/8"6'-11 5/8"8'-8 1/2"18'-0"12'-11 5/16" 16'-8 13/16" EXISTING 5" COMPOSITE SLAB. EXISTING 2" CONCRETE TOPPING OVER 2" RIGID INSULATION OVER 10" HOLLOW CORE PRECAST PLANK.12345678910111231233 I401 NEW STAIRS A.1 C EBA.5A A.2 D 8 8.1 10 11 9.1 9.9 10.9 10.85 912345678910111213144 I401 NEW STAIRS A.1 C EBA.5A A.2 D 8 8.1 10 11 9.1 9.9 10.9 10.85 9 8.1 9 3'-10 5/8"3'-10 5/8" 6'-8 7/8" 8'-5 3/8"2'-3 7/8"6'-11 5/8"8'-8 1/2"18'-0"EXISTING 5" COMPOSITE SLAB. EXISTING 2" CONCRETE TOPPING OVER 2" RIGID INSULATION OVER 10" HOLLOW CORE PRECAST PLANK. 9 I401 4'-0"3'-6"3'-0"3'-6"4"MAXTOP OF STRINGER. NOSING LINE. O.C. MAX 2" CLEAR ANODIZED ALUMINUM HAND RAIL. 1/8" STAINLESS STEEL 1X19 L.H. TYPE 316 CABLES. HSS1X2X3/16 POWDER COATED BOTTOM RAIL BOLTED TO STRINGER. HSS1X2X3/16 POWDER COATED POSTS. HSS1X2X3/16 POWDER COATED TOP RAIL. HSS12X2X3/8 POWDER COATED STRINGER. 9 I401 4'-0"3'-0"3'-6"4"MAXO.C. MAX HSS12X2X3/8 POWDER COATED STRINGER. NOSING / TOP OF SLAB LINE. HSS1X2X3/16 POWDER COATED TOP RAIL. 2" CLEAR ANODIZED ALUMINUM HAND RAIL. HSS2X2X3/16 POWDER COATED END POSTS (INT. POST ARE HSS1X2). 1/8" STAINLESS STEEL 1X19 L.H. TYPE 316 CABLES. HSS1X2X3/16 POWDER COATED BOTTOM RAIL BOLTED TO STRINGER.3'-0"3'-6"4"MAXHSS12X2X3/8 POWDER COATED STRINGER. NOSING / TOP OF SLAB LINE. HSS1X2X3/16 POWDER COATED BOTTOM RAIL BOLTED TO STRINGER. HSS1X2X3/16 POWDER COATED TOP RAIL. 2" CLEAR ANODIZED ALUMINUM HAND RAIL. HSS2X2X3/16 POWDER COATED END POSTS (INT. POST ARE HSS1X2). 1/8" STAINLESS STEEL 1X19 L.H. TYPE 316 CABLES. 1 1/4"6 15/16"11" FINISHED FLOOR. STEEL STRINGER. PRECAST STAINED CONCRETE TREAD/RISER. STAINED CONCRETE LANDING. 1/8" CAULK JOINT. STEEL PAN. SCALE: 1/4" = 1'-0" 3 1ST FLOOR ENLARGED STAIR PLAN I401 SCALE: 1/4" = 1'-0" 4 2ND FLOOR ENLARGED STAIR PLAN I401 SCALE: 1/4" = 1'-0" 5 STAIR SECTION I401 SCALE: 1/8" = 1'-0" 1 1ST FLOOR PLAN I401 SCALE: 1/8" = 1'-0" 2 2ND FLOOR PLAN I401 SCALE: 1/4" = 1'-0" 6 STAIR ELEVATION I401 SCALE: 3/4" = 1'-0" 7 STAIR DETAILS I401 SCALE: 3/4" = 1'-0" 8 STAIR DETAILS I401SCALE: 3/4" = 1'-0" 9 STAIR DETAILS I401 SCALE: 1 1/2"= 1'-0" 10 TREAD/RISER SECTION I401 FERGUSON/ REESE N N